冯伟强，助理教授，博士生导师。2016年9月获得香港理工大学岩土工程博士学位，2016-2020年留在香港理工大学从事博士后研究工作。2020年6月加入南方科技大学。 冯博士在博士期间提出了考虑固结与蠕变拟耦合的新简化计算模型，并拓展了土体弹粘塑性本构模型可有效应用在土体卸载中长期变形分析，相关成果成功应用于香港第三机场跑道、广州南沙滨海花园沉降分析；开发了基于光纤技术的传感器，并成功应用于室内试验仪器、桩基监测、土钉监测和挡土墙稳定性预警等项目中。在Canadian Geotechnical Journal，Engineering Geology，Computers and Geotechnics，International Journal for Numerical and Analytical Method in Geomethanics, Journal of cleaner production等岩土工程领域国际知名期刊发表四十四篇学术论文，其中第一作者/通讯作者文章20篇（SCI收录）。担任多个知名期刊审稿人。 

目前研究领域为海洋土体性质与本构理论，光纤智能监测技术，岩土材料智能探测等。

教育背景

2011 - 2016, 博士，香港理工大学，岩土工程

2008 - 2011, 硕士，浙江大学，          岩土工程

2004 - 2008, 本科，中南大学，采矿与岩土工程

工作经历

2020.06 - 至今，南方科技大学，海洋科学与工程系，助理教授

2016.06 – 2020.05，香港理工大学，土木与环境工程系，博士后研究员

2016.04 – 2016.06，香港理工大学，土木与环境工程系，助理研究员

 科研项目

1. 广东省基础与应用基础研究基金自然科学基金, 广东省面上项目, 2022A1515010118, 面向海底现场静力触探技术的深度学习数据 缺失重构算法的研究与应用, 2022-01 至 2024-12, 10万元, 在研, 主持

2. 深圳市科技创新委员会, 深圳市基础研究（面上项目）, 20210317145225002, 面向深海采矿多金属结核区稀软沉积物承载性能及沉陷机理研究, 2021-10 至 2024-10, 50万元, 在研, 主持

3. 香港研究资助局（RGC）， PolyU 152130/19E， 真空预压法加热排水板加固膨胀土的物理模型研究及数值分析，2020-01至2023-12，53.45万港币，主要参与

4. 香港研究资助局（RGC）， RGC RIF R5037-18， 粵港澳大灣區超快大面積經濟填海造地發展房屋和基礎設施之研究，2019-06至2024-06，987.616万港币，主要参与

5. 香港研究资助局（RGC）， PolyU 152796/16E， 考虑粘性土蠕变的简化计算方法的推广及验证，2017-01至2019-12，67.56万港币，主要参与

6. 香港研究资助局（RGC）， PolyU12/CRF/13E， 用于研究泥石流以及其他地质灾害对柔性网冲击的创新型多功能大型物理模型试验设备研制，2014-06至2017-12，410.4万港币，参与

荣誉奖项

2020 年 深圳市海外高层次人才C类

2016年获香港土木工程师协会 “Ringo Yu” 年度最佳博士论文奖

2007 国家奖学金

发表论著

Journal papers期刊

*通讯作者

1.Li Li-Hua, Liu Shuai-Shuai, Xiao Heng-Lin, Feng Wei-Qiang *, Li Jun-Peng, Wu Pei-Chen (2022). Experimental investigation on reinforcement effect of sustainable materials for different subgrades, Journal of cleaner production, 2022-04-01, Vol.343, 130944. DOI:10.1016/j.jclepro.2022.130944.

2.Wang Zi-Yi, Fang Yu-Fei, FENG Wei-Qiang*, Tian Xiao-Jun, Lin Jian-Fu (2022). Comparative Study on Particle Size Effect of Crushable Granular Soils through DEM Simulations, Lithosphere (2021) 2021 (Special 4): 1608454.DOI: 10.2113/2022/1608454.

3.Chen Wen-Bo, FENG Wei-Qiang, Yin,Jian-Hua, Qin Jie-Qiong (2021).New fiber bragg grating (Fbg)-based device for measuring small and large radial strains in triaxial apparatus, Canadian geotechnical journal, 2021, Vol.58 (7), p.1059-1063. DOI: 10.1139/cgj-2020-0145.

4.Liu Kai, Yin Zhen-Yu, Chen Wen-Bo, FENG Wei-Qiang, Yin Jian-Hua (2021). Nonlinear Model for the Stress-Strain-Strength Behavior of Unsaturated Granular Materials, International journal of geomechanics,2021, Vol.21(7),1-15.

DOI:10.1061/(ASCE)GM.1943-5622.0002042.

5.Liu Kai, Chen Wen-Bo, Yin Jian-Hua, FENG Wei-Qiang & Lalit Borana (2021). A novel multifunctional apparatus for testing unsaturated soils, Acta geotechnica, 2021, Vol.16 (12), p.3761-3778.DOI:10.1007/s11440-021-01399-z.

6.Chen Ze-Jian, FENG Wei-Qiang*, YIN Jian-Hua (2021). A new simplified method for calculating short-term and long-term consolidation settlements of multi-layered soils considering creep limit, Computers and geotechnics, 2021-10, Vol.138, p.104324. DOI: 10.1016/j.compgeo.2021.104324.

7.Chen Wen-Bo, FENG Wei-Qiang, Yin Jian-Hua, Chen Jin-Miao, Lalit Borana, and Ren-Peng Chen (2021). Closure to "new Model for Predicting Permanent Strain of Granular Materials in Embankment Subjected to Low Cyclic Loadings" by Wen-Bo Chen, Wei-Qiang Feng, Jian-Hua Yin, Jin-Miao Chen, Lalit Borana, and Ren-Peng Chen, Journal of Journal of geotechnical and geoenvironmental engineering, 2021-11-01, Vol.147 (11), p.7021027. DOI: 10.1061/(ASCE)GT.1943-5606.0002657.

8.Moirangthem Johnson Singh, FENG Wei-Qiang, Xu Dong-Sheng, Mrigendra Dubey, Lalit Borana (2021). Long-term Elasto-Visco-Plastic behavior of fly ash blended Indian Montmorillonitic clay in odometer condition, International Journal of Geomechanics, 2021-3,Volume 22 Issue 3, DOI: 10.1061/(asce)gm.1943-5622.0002290.

9.FENG W.-Q., TAN D.-Y., YIN J.-H., QIN J.-Q. and CHEN W.-B. (2020). Experimental and Numerical Studies on the Performances of Stone Column and Sand Compaction Pile Reinforced Hong Kong Marine Clay. International Journal of Geomechanics. 20(8), 06020018. DOI: 10.1061/(ASCE)GM.1943-5622.0001739

10.YIN J.-H., QIN J.-Q. and FENG W.-Q. (2020). A Novel FBG-based Effective Stress Cell for Direct Measurement of Effective Stress in Saturated Soil. International Journal of Geomechanics. 20(8), 04020107. DOI: 10.1061/(ASCE)GM.1943-5622.0001724

11.WU P.-C., FENG W.-Q.* and YIN J.-H. (2020). Numerical Study of Creep Effects on Settlements and Load Transfer Mechanisms of Soft Soil Improved by Deep Cement Mixed Soil Columns under Embankment Load. Geotextiles and Geomembranes. 48(3), 331-348. DOI: 10.1016/j.geotexmem.2019.12.005

12.TAN D.-Y., YIN J.-H., QIN J.-Q., ZHU Z.-H., and FENG W.-Q. (2020). Experimental study on impact and deposition behaviours of multiple surges of channelized debris flow on a flexible barrier, Landslides. 1-12. DOI:10.1007/s10346-020-01378-7

13.LI L.-H., YU C.-D., XIAO, H.-L., FENG W.-Q.*, MA, Q. and YIN, J.-H. (2020). Experimental study on the reinforced fly ash and sand retaining wall under static load. Construction and Building Materials, 248, 118678. DOI: org/10.1016/j.conbuildmat.2020.118678

14.QIN J.-Q., FENG W.-Q.*, WU P.-C. and YIN J.-H. (2020). Fabrication and Performance Evaluation of a Novel FBG-based Effective Stress Cell for Directly Measuring Effective Stress in Saturated Soils, Measurement, 155, 107491. DOI: 10.1016/j.measurement.2020.107491

15.FENG W.-Q. and YIN J.-H. (2020). Development and Verification of a New Simplified Method for Calculating Settlement of a Thick Soil Layer with Nonlinear Compressibility and Creep. International Journal of Geomechanics, 20(3), 04019184. DOI: 10.1061/(ASCE)GM.1943-5622.0001562

16.FENG W.-Q., YIN J.-H., CHEN W.-B., TAN D.-Y. and WU P.-C., (2020). Development and performance of new simplified method for soft soil with creep under multi-staged loading. Marine Georesources & Geotechnology, 1-18. DOI: 10.1080/1064119X.2019.1711472

17.FENG W.-Q., YIN J.-H., CHEN W.-B., TAN D.-Y. and WU P.-C., (2020). A New Simplified Method for Calculating Consolidation Settlement of Multi-layer Soft Soils with Creep Under Multi-Stage Ramp Loading, Engineering Geology, Vol. 264, 105322. DOI: 10.1016/j.enggeo.2019.105322

18. CHEN W.-B., LIU K., FENG W.-Q., Borana, L., and YIN J.-H. (2020). Influence of matric suction on nonlinear time-dependent compression behavior of a granular fill material. Acta Geotech., Vol. 15, 615-633. DOI:10.1007/s11440-018-00761-y

19.CHEN W.-B., FENG W.-Q., YIN J.-H., and L. BORANA (2020). Effects of water content on resilient modulus of a granular material with high fines content. Construction and Building Materials, Vol. 236, 117542. DOI: 10.1016/j.conbuildmat.2019.117542

20.CHEN W.-B., FENG W.-Q., YIN J.-H. and L. BORANA (2020). LVDTs-based Radial Strain Measurement System for Static and Cyclic Behavior of Geomaterials, Measurement, Vol. 155, 107526. DOI: 10.1016/j.measurement.2020.107526

21.FENG W.-Q., ZHENG X.-C., YIN J.-H., CHEN W.-B. and TAN D.-Y. (2019). Case study on long-term ground settlement of reclamation project on clay deposits in Nansha of China, Marine Georesources & Geotechnology, 1-16. DOI: 10.1080/1064119X.2019.1704319

22.FENG W.-Q., YIN J.-H., L. Borana, QIN J.-Q., WU P.-C. and YANG J.-L. (2019). A Network Theory for BOTDA Measurement of Deformations of Geotechnical Structures and Error Analysis, Measurement, Vol. 146, 618-627. DOI: 10.1016/j.measurement.2019.07.010

23.FENG W.-Q., LI C., YIN J.-H., CHEN J. and LIU K., (2019). Physical Model Study on the Clay-Sand Interface without and with Geotextile Separator. Acta Geotech. Vol. 14, 2065-2081. DOI: 10.1007/s11440-019-00763-4

24.CHEN W.-B., FENG W.-Q., YIN J.-H., L. BORANA and CHEN R.-P. (2019). Characterization of Permanent Axial Strain of Granular Materials Subjected to Cyclic Loading Based on Shakedown Theory. Construction and Building Materials, Vol. 198, 751-761. DOI: 10.1016/j.conbuildmat.2018.12.012

25.WU P.-C., YIN J.-H., FENG W.-Q., and CHEN W.-B. (2019). Experimental Study on a Geosynthetic-Reinforced Sand Fill over Marine Clay with or without Deep Cement Mixed Soil Columns under Different Loadings. Underground Space, Vol. 4, No. 4, 340-347. DOI: 10.1016/j.undsp.2019.03.001

26.TAN D.-Y., YIN J.-H., FENG W.-Q., ZHU Z.-H., QIN J.-Q., CHEN W.-B. (2019). New Simple Method for Calculating Impact Force on Flexible Barrier Considering Partial Muddy Debris Flow Passing Through, Journal of Geotechnical and Geoenvironmental Engineering, Vol.145, No. 9, 04019051. DOI: 10.1061/(ASCE)GT.1943-5606.0002133

27.CHEN W.-B., YIN J.-H. and FENG W.-Q. (2019). A New Double Cells System for measuring volume change of a Soil Specimen under Monotonic or Cyclic Loading. Acta Geotech. Vol. 14, 71-81 DOI: 10.1007/s11440-018-0629-6

28.FENG W.-Q. and YIN J.-H. (2018). A New Simplified Hypothesis B Method for Calculating the Consolidation Settlement of Ground Improved by Vertical Drains, International Journal of Numerical and Analytical Method in Geomethanics, Vol. 42, 295-311. DOI: 10.1002/nag.2743

29.CHEN W.-B., YIN J.-H., FENG W.-Q., L. Borana and CHEN R.-P. (2018). Accumulated permanent axial strain of a subgrade fill under cyclic high-speed railway loading, International Journal of Geomechanics, Vol. 18, No. 5, 04018018. DOI: 10.1061/(ASCE)GM.1943-5622.0001119

30.TAN D.-Y., YIN J.-H., QIN J.-Q., ZHU Z.-H., and FENG W.-Q. (2018). Large-scale physical modeling study on the interaction between rockfall and flexible barrier. Landslides, Vol. 15, No. 12, 2487-2497. DOI: 10.1007/s10346-018-1058-1

31.SHI X.-S., YIN J.-H., FENG W.-Q. and CHEN W.-B. (2018). Creep coefficient of binary sand–bentonite mixtures in oedometer testing using mixture theory, International Journal of Geomechanics, Vol. 18, No. 12, 04018159. DOI: 10.1061/(ASCE)GM.1943-5622.0001295

32.TAN D.-Y., YIN J.-H., FENG W.-Q., QIN J.-Q., and ZHU Z.-H. (2018). Large-scale physical modelling study of a flexible barrier under the impact of granular flows, Natural Hazards & Earth System Sciences, Vol. 18, No. 10, 2625-2640. DOI: 10.5194/nhess-18-2625-2018

33.FENG W.-Q., Lalit B. Yin Z.-Y. and YIN J.-H. (2017). Long-term Non-linear creep and swelling behavior of Hong Kong marine deposits in oedometer condition, Computers and Geotechnics, Vol. 84, 1-15. DOI: 10.1016/j.compgeo.2016.11.009

34.FENG W.-Q. and YIN J.-H. (2017). A New Simplified Hypothesis B Method for Calculating Settlements of Double Soil Layers Exhibiting Creep, International Journal for Numerical and Analytical Method in Geomethanics, Vol. 41, No. 6, 899-917. DOI: 10.1002/nag.2635

35.FENG W.-Q., YIN J.-H., TAO X.-M., TONG F., and CHEN W.-B. (2017). Time and Strain-Rate Effects on the Viscous Stress-Strain Behavior of a Plasticine Material, International Journal of Geomechanics, Vol. 17, No. 5, 1-22. DOI: 10.1061/(ASCE)GM.1943-5622.0000806

36.YIN J.-H. and FENG W.-Q. (2017). A New Simplified Method and Its Verification for Calculation of Consolidation Settlement of a Clayey Soil with Creep, Canadian Geotechnical Journal, Vol. 54, No. 3, 333-347. DOI: 10.1139/cgj-2015-0290

37.FENG W.-Q.*, LIU Z.-Y., TAM H. and YIN J.-H. (2016). The Pore Water Pressure Sensor Based on Sagnac Interferometer with Polarization-Maintaining Photonic Crystal Fiber for the Geotechnical Engineering, Measurement, Vol. 90, 208-214. DOI: 10.1016/j.measurement.2016.04.067.

38. 冯伟强*，伍贤涵，方雨菲. 南海沉积物物理特性统计和力学特征分析, 地基处理, 2021, 3(6): 475-481.

39. 殷建华，冯伟强. 蠕变黏性土固结沉降计算的新简化方法及验证, 岩土力学，2019， 41: 5-8.

Conference 会议论文

1. Feng Wei-Qiang, Zhang Tian-Yu, Yao Jian, Chen Ruo-Fei and Lei Zi-Yan (2021). Novel Earth Pressure Cell with Double FBG-based Diaphragms for Measuring Vertical and Lateral Effective Stresses in Seabed Soils, 26th Optoelectronics and Communications Conference, OSA Technical Digest (Optica Publishing Group, 2021), paper W4D.5. DOI: 10.1364/OECC.2021.W4D.5

2. YIN J.-H. and FENG W.-Q. (2019). New simplified method for calculating consolidation settlement of clayey soils exhibiting creep and its verification, pp: 5-8, The 13th Chinese National Conference on Soil Mechanics and Geotechnical Engineering (CNCSMGE), Shehuishan Hot Spring Hotel, Tianjin, China, 19-21 July 2019.

3.  LIU K., CHEN W.-B., FENG W.-Q. and YIN J.-H. (2018). Experimental study on the unsaturated behaviour of a compacted soil, pp: 203-208, UNSAT2018, the 7th International Conference on Unsaturated Soils, The Hong Kong University of Science and Technology, Hong Kong, China, 3-5 August 2018.

4. YIN J.-H. and FENG W.-Q. (2017). Validation of a New Simplified Hypothesis B Method for Calculating Consolidation Settlement of Clayey Soils Exhibiting Creep, pp: 12-21. SEAGS 50th Anniversary Symposium Proceedings: “How it all started: our contributions in the past 50 years” AIT Conference Centre, Thailand, 14 -15 September 2017.

5. FENG W.-Q., Li Y.-L., YIN J.-H. and YIN Z.-Y. (2014). The numerical implementation of elastic visco-plastic model for soft clays. Numerical methods in geotechnical engineering, Vol. 1, pp. 39-43. Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering, Delft, Netherlands, 18-20 June 2014.

学术与社会职位

广东省岩土力学与工程学会第八届青年工作委员会副秘书长，美国土木工程师学会(American Society of Civil Engineers, ASCE), 香港地区协会会员, 中国岩石力学与工程学会地质与岩土工程监测分会理事会成员。

International Journal of Geomechanics, Journal of Testing and Evaluation, Computers and Geotechnics, Geotechnical Testing Journal, Construction and Building Materials, Journal of Cleaner Production, Measurement, International Journal of Geomechanics 等杂志审稿人。